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HomeMy WebLinkAbout029-94 Shen. Valley Baptist Church - Opequon - BackfileSHENANDOAH VALLEY BAPTIST CHURCH SHENANDOAH VALLEY CHRISTIAN ACADEMY PROPOSED CLASSROOM BUILDING PROJECT: SCHOOL BUILDING ADDITION SHENANDOAH VALLEY CHRISTIAN ACADEMY P. 0. BOX 249 STEPHENS CITY, VIRGINIA (703) 869-4600 APPLICANT: RITCHIE SURVEYS P. 0. BOX 518 STEPHENS CITY, VIRGINIA 22655 (703) 869-5175 DESIGNER: RITCHIE SURVEYS P. 0. BOX 518 STEPHENS CITY, VIRGINIA 22655 (703) 869-5175 TIMOTHY G. PAINTER, P. E. 24 EAST PICCADILLY STREET WINCHESTER, VIRGINIA 22601 (703) 662-1565 PARCEL INFORMATION: PIN: 74-A-78 SITE AREA: 33.0541 Ac. ZONING: RA -RURAL AREAS DISTRICT PROPOSED USE: CHURCH & SCHOOL CURRENT USE: SAME AS ABOVE ZONING REQUIREMENTS: DENSITY: N/A: NON-RESIDENTIAL USE SETBACKS: FRONT: 60 Ft. (EX. ROADWAY) 45 Ft. (PRIVATE INGRESS/EGRESS) SIDE: 15 Ft. REAR: 40 Ft. ACCESSARY BUILDINGS: 15 Ft. BUILDING HEIGHT: 35 Ft. MAXIMUM PARKING: 1 SPACE PER 3 Ea. FIXED SEATS IN MAIN ASSEMBLY AREA: (9'xl8') or 1 SPACE PER EACH 4 STUDENTS BUILDING AREAS: 1 STORY; HEIGHT = 30 Ft. EX. CHURCH MAIN: 21,227 Sq. Ft. & SCHOOL: BSMT: 8,200 Sq. Ft. MEZZ: 3,280 Sq. Ft. PROP. CLASSROOM 1 STORY w/BSMT.; HEIGHT = 22 Ft. ADDITION: MAIN: 1,664 Sq. Ft. BSMT: 1,664 Sq. Ft. TOTAL: 36,035 Sq. Ft. PARKING REQUIREMENTS: MAIN ASSEMBLY: 512 SEATS: 512 FIXED SEATS/3->170.7 SPACES TOTAL REQUIRED SPACES: ->171 SPACES (9'x18') or SCHOOL: 200 STUDENTS 200 STUDENTS/4 -> 50 SPACES TOTAL REQUIRED SPACES: -) 50 SPACES SPACES REQUIRED: ->171 SPACES w/ 6 Ea. HDCP SPACES (1 Ea. VAN ACCESS) PROPOSED DEVELOPMENT: SCHOOL BUILDING ADDITION FOOT PRINT: 1,664 Sq. Ft. 1 STORY w/ BASEMENT HEIGHT = 22 Ft. PARKING PROVIDED: 170 Ea. PARKING SPACES (9'x18' TYP.) 6 Ea. HDCP SPACES (8'x1B' TYP.) (2 Ea. SPACES ARE VAN ACCESSIBLE) LOT COVERAGE: BUILDINGS/STRUCTURES (FOOTPRINT): EXISTING: CHURCH: 21,227 Sq. Ft. GARAGE: 2,332 Sq. Ft. ACCESSORY: 2,296 Sq. Ft. PROPOSED: 1,664 Sq. Ft. TOTAL: 27,519 Sq. Ft. (0.6317 Acres) -> 28 OPEN SPACE: N/A LANDSCAPING: NONE REQUIRED GENERAL NOTES: 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE CURRENT STANDARDS OF THE COUNTY OF FREDERICK, VIRGINIA, THE VIRGINIA DEPARTMENT OF TRANSPORTATION AND THE REGULATIONS OF THE AMERICANS WITH DISABILITIES ACT, WHERE APPLICABLE. 2. EROSION AND SEDIMENT CONTROL SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE COMMONWEALTH OF VIRGINIA AND THE COUNTY OF FREDERICK, VIRGINIA, WHERE APPLICABLE. 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY "MISS UTILITY" AT 1-800-257-7777 AT LEAST TWO (2) WORKING DAYS PRIOR TO COMMENCEMENT OF ANY LAND DISTURBING ACTIVITY. 4. ALL EXISTING UTILITIES HAVE BEEN SHOWN BASED UPON THE BEST AVAILABLE INFORMATION. HOWEVER, THERE MAY BE EXISTING UTILITIES WHICH ARE NOT SHOWN AND SHOULD BE LOCATED. THEREFORE, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. ANY DISCREPANCIES BETWEEN THESE PLANS AND THE ACTUAL FIELD CONDITIONS SHALL BE REPORTED IMMEDIATELY TO THE ENGINEER, THE OWNER, AND/OR THE COUNTY OF FREDERICK, VIRGINIA. 5. ALL PROPOSED UTILITIES SHALL BE INSTALLED UNDERGROUND. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL PERMITS NECESSARY FOR CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK. AN APPROVED SET OF CONSTRUCTION DOCUMENTS SHALL BE PRESENT ON THE SITE AT ALL, TIMES. 7. TOPOGRAPHIC INFORMATION WAS DERIVED BASED UPON U.S.G.S DATUM BY A FIELD SURVEY PERFORMED BY RITCHIE SURVEYS AT A TWO (2') FOOT CONTOUR INTERVAL. 8. NO SOILS REPORT WAS FURNISHED FOR THIS PROJECT. 9. ALL RADII DESIGNATIONS INDICATE FACE OF CURB, EDGE OF PAVEMENT, OR EDGE OF STONE PAVEMENT, WHERE APPLICABLE. 10. THE CONTRACTOR SHALL COORDINATE THE RELOCATION OF AND THE CONNECTION TO EXISTING UTILITIES WITH THE APPROPRIATE UTILITY COMPANY, IF APPLICABLE. SHENANDOAH VALLEY CHRISTIAN ACADEMY yiILAiSSROOOOM BUILDING FmEDEoICK COUNTY. VIRGINIA FREDERICK COUNTY COMMONWEALTH OF VIRGINIA COUNTY OF FREDERICK -,,"` V NDEX TO COUNTY LOCATION i 715 /7 1 �d o V i10 r:. U 6 ° 648 \ P 1)3Mr r ,� �` Radio � ` �o Faci�iiy�:: F x` �1 RITCHIE SURVEYS 108 AMELIA AVENUE STEPHENS CITY, VIRGINIA 22655 (703) 869-5175 VICINITY MAP 1 " = 2000' ALTH Ofi TIMOTHO. PAINTER No.18260 CONSTRUCTION NOTES: EROSION AND SEDIMENT CONTROL: 1. ALL EROSION AND SEDIMENT CONTROL MEASURRES SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITY. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT EDITION OF THE COMMONWEALTH OF VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. 2. ALL WORK SHALL BE CONFINED TO THE DESIGNATED LIMITS OF CONSTRUCTION. FOR THIS PROJECT, THE LIMITS OF CONSTRUCTION ARE DEFINED AS THE PROPERTY BOUNDARY. 3. NO DISTURBED AREAS SHALL BE DENUDED FOR MORE THAN THIRTY (30) DAYS. THE CONTRACTOR SHALL STABILIZE ALL DENUDED AREAS WITHIN SEVEN (7) DAYS AFTER THE END OF CONSTRUCTION. 4. THE CONTRACTOR SHALL BE RESPONSIBLE; FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES. ALL MEASURES SHALL BE INSPECTED DAILY AND AFTER EACH SIGNIFICANT RAINFALL BY THE SITE SUPERINTENDENT OR HIS REPRESENTATIVE. ANY DAMAGED STRUCTURES SHALL BE REPAIRED OR REPLACED BY THE END OF WORK THAT DAY. 5. UPON COMPLETION OF CONSTRUCTION, ALL PERMANENT EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED. AFTER STABILIZATION, THE TEMPORARY EROSION CONTROL DEVICES SHALL BE REMOVED AS APPROVED BY THE LOCAL INSPECTION AUTHORITY. ALL VEGETATIVE COVEIR SHALL BE CHECKED REGULARLY AND ANY DAMAGED AREAS SHALL BE REPAIRED, '.FERTILIZED, REPLANTED AND MULCHED AS NECESSARY. 6. THE CONTRACTOR SHALL PROVIDE ADEQUATE !MEANS OF CLEANING TRUCKS AND OTHER CONSTRUCTION EQUIPMENT PRIOR TO ENTEERING THE PUBLIC R-O-W. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN CLEAN STREETS AND ALLAY DUST AT ALL TIMES. EXCAVATION AND GRADING: 1. ALL TOPSOIL SHALL BE EXCAVATED TO ITS FULL DEPTH AND STOCKPILED ON - SITE FOR FUTURE USE. 2. ALL BORROW FILL MATERIAL, IF NECESSARY, SHALL BE OBTAINED BY THE CONTRACTOR AND BE APPROVED BY A CERTIFIED GEOTECHNICAL ENGINEER. ALL FILL MATERIAL SHALL BE PLACED IN LIFTS OF 8" OR LESS AND SHALL BE COMPACTED TO 95% OF ASTM D-698 MAXIMUM DRY DENSITY, OR AS DIRECTED BY THE GEOTECHNICAL ENGINEER. 3. NO BLASTING SHALL BE PERMITTED WITHIN 225 FEET OF EXISTING UTILITIES OR STRUCTURES WITHOUT PERMISSION OF THE O)WNER. 4. ALL ISLAND AND LAWN AREAS SHALL RECEIVE A MINIMUM OF 6" TOPSOIL, GRADED AND RAKED, PRIOR TO APPLICATION OF' PERMANENT VEGETATIVE COVER. WATER MAIN: 1. A PROPOSED 3" WATER MAIN SHALL BE INSTALLED TO PROVIDE THE WATER SERVICE TO THE PROPOSED SCHOOL. ALL WORPK AND MATERIALS SHALL BE AS DIRECTED BY THE CODES AND SPECIFICATIOINS OF THE FREDERICK COUNTY SANITATION AUTHORITY. THE WATER MAIN SiHALL BE 3" PVC SDR-21, OR APPROVED.EQUAL. SANITARY SEWER: 1. THE SEWER SERVICE FOR THE PROPOSED (CLASSROOM BUILDING SHALL BE CONNECTED TO THE EXISTING WASTEWATER PUMP STATION SYSTEM. THE EXISTING PUMP STATION .HAS A CAPACITY OF 8080 GPD WHU CH PROVIDES THE SERVICE FOR THE SHENANDOAH VALLEY BAPTIST CHURCH COMBPLEX. THE TOTAL SEWAGE FLOWS ARE AS FOLLOWS: CHURCH: 512 PERSONS @ 5 GPD -> 2560 GPD SCHOOL: 200 STUDENTS @ 16 GPD -> 3200 GPD (SCHOOLS WITH SHOWERS & CAFETE'RIA) TOTAL -> 5760 GPD** **IN REALITY, THE SEPARATE USES, AS DEFINED ABOVE, WILL NOT USE THE SYSTEM SIMULTANEOUSLY AND THEREFORE THE SYSTEM USAGE SHOULD BE DEFINED AS 3200 GPD, THE GREATER OF THE TWO USES. PUMP STATION INFORMATION HAS BEEN BASE ID UPON THE SYSTEM PLANS AS PREPARED BY GILBERT W. CLIFFORD & ASSOCIATPES, INC., ENTITLED "PROPOSED WATER AND SEWERAGE FACILITIES, SHENANDOOAH VALLEY BAPTIST CHURCH, FREDERICK COUNTY, VIRGINIA" (JOB # 7863-1[3), AND DATED JUNE, 1979. STORM WATER MANAGEMENT: 1. NO STORM WATER MANAGEMENT FACILITIES ARE PROPOSED FOR THIS SITE. THERE WILL BE NO REAL INCREASE IN THE AMOUNT OF STORM WATER RUNOFF DUE TO THIS DEVELOPMENT. THE, PROPOSED CLASSRO)OM BUILDING IS APPROXIMATELY THE SAME SIZE AS TWO EXISTING RESIDENITIAL STRUCTURES WHICH WERE RECENTLY DEMOLISHED. NO ADDITIONAL PARKIPNG (PAVED AREAS) IS PROPOSED FOR THIS DEVELOPMENT. 2. ALL DOWNSPOUTS AND FOUNDATION DRAINS; SHALL BE CONNECTED TO THE PROPOSED STORM DRAIN DIRECTED TO THE NORUH PROPERTY BOUNDARY. PAVING: 1. PAVEMENT SECTION: WHERE THE EXISTING PARKING AREAS ARE EXCAVATED FOR UTILITIES, A MINIMUM PAVEMENT SECTION OF 8" VA. #21-A STONE, FIINISHED AND COMPACTED, A BASE COURSE OF 3" BM-3 AND A SURFACE COURSE OF 1" S-5 BITUMINOUS CONCRETE, FINISHED AND COMPACTED, SHALL BE INSTALLLED; OR MATCH THE EXISTING SECTION, WHICHEVER IS GREATER. ALL AREAS Ti'O BE PATCHED SHALL BE SAW -CUT TO PROVIDE A SMOOTH CONNECTION TO THE EXI[STING PAVEMENT. MISCELLANEOUS: 1. FIRE LANES SHALL BE DELINEATED AS DIRECTED BY THE COUNTY OF FREDERICK, VIRGINIA FIRE DEPARTMENT. 2. ALL EXISTING FIRE LANES SHALL REMAIN. CLEAR ACCESS TO THE SITE SHALL BE MAINTAINED AT ALL TIMES. ` pT PLAN OF DRAWINGS: NAE SE\rED .Q �9HT. 1/3: COVER SHEETATE�SHT. 2/3: LAYOUT PLAN SHT. 3/3: SITE' PLAN COUNTY I Y OF I.f-oEDI=RICI\. VIRGINII 1 Jar -RFCEI'VE© off.f. OF YLAMtaltil� AND DEVE1E3hmuir • +GW F DAN.S 0 A(AR)' ANN QYAOMfZL SIFPA19V T. QMOM£IL 61IME 9 t SA4 MARA S Al WK LOAIEZL T. ♦ GARa N F. A00W FAY£ N. NAAWES RN.- 74-14-79 PIN- 74-A-77 RN.- 14-2--1 HN.• 74-2-2 PIN. *-2-1 )W..• 74-A-76 0.R 584 Pg. 272 0..8 580, Pg. 895 Q8 9.91, P¢ 971 0.8 424 Pg 287 D.B. 424 P¢ 280 'm if/ P¢ 560 RA ZQYEQ• RA ZOWR RA I/ .RiV90VAAL U.�• FARJI/ d• RF9D£NIIAL Uff NYMNEW U4r� NIIAL US R£.ADENDAL USE.• R!�SVDV77AL 2 w F 0 v S13. O'26wN, 1.12' o _ --- - - EX. POLE EX. POLE POLE IA/ARYLGY/ S EILEJP f1A!• 74-I-B � -, D.a616,P¢ /7w - - - GAS- - - — ---- zavo.- IV U51r R1`:ALiE ,7& V • (NJ1 • rn "fs R 8 x" IV 01T RN- 74-1-A 0.8 J2Z P¢ 57J IQVfR RA U.S1. RE-wffIUL EX. SAND VOLLEY BALL COURT EX. PICNIC SHELTER U S, ROUTE • VALLEY F`IKE Tfl COL t')A IC nC(l CC`TAI EX. POLE �tE-X. WA TER METER b VA UL T EX ENTRANCE SIGN r I EX. SI GN t r 14'xl3' r r HGHT.- 22' JAI w 0 cn CI'S �.EX. FOX. UL POLE X X X' X X. X• X. X X r X EX. FENCE X' X. z- X k x k � x k � x k � X k x k I k k k �C k k k I k k EX. BASEBALL FIELD k k nk )K k k k k x k � k x x k X X k EX SIGN 33'xl2' 1 +'+ HGHT..• 20' X + `TJ1*y �{ EX LIGHT (Typ.) \ EX. FOUL POLE x X. x• x- X. x- X- x x- X- x• x- x• Jr. X. X. X. x+ L744,06' N PIN' 74—A-79 Ch 09 415, Pg. J91 q ZONEO. • RA I y EX. ELEC. XFRMR MH EX. FLAG POLE EX. 34- MAPLE EX. 3" MAPL X. C/O EX. 3" MAPLE EX. C/O !. 1 Ex DRIVE %- r �� I EX. CHURCH BUILDING 21, 227 Sq. _. FtHSTORY E.X POLE& LIGHTLI T \FF=777.83 S `SO,S B9 a EX POLE & LIGHT USE' /EX. 18" ELM:.•,�.-`EfX.'1�5" ELM � 2"IOAKtl EX. DRI VE �-J"� f EX 24 AM' . EX. 24" ELM ti cam_• � . � L f EX. DOGWOOD (�� �' L ;� I EX WELL i I jjj'''��� i EX DOGWOOp 1 I i / EX. GRA VEL DRIVE X GARA I I' I I 17 ? T �n PROP. SCHOOL ,EX. T�� L1 i T7n �j--rr � � I ( EX. PAVED PARKING AREA EX. 36" ELM tll f I I I I I I I I i I I EX. CONC. PAD I/ EX POLE & LIGHT II I ��I I /EX. GARAGE ADC *�STFR EX. PLAYGROUND EX Dl-�6tP/EX 18" WALNUT � I .l 07, L L L L'_j L, E — _ X GRAVEL LOT / o N16.17'12'E 1371.00' INTERSTATE S 1 R11419,15' - OHE - EX. POLE • EX. DRAIIVA CE SWAI VDOT MONUMENT S17.14'26'W 30.80' . L Bf7B7Y-BL/HL l�7VIURL�S UA//lE."D PARINOPSiA/P P,OV.• 75-A-28A P..8 764 Pg IN7 r� RA USE.• hf.Vb IVIUL LARRY S DaUIfR -W.. PIN• 75-A-JO 0.8 6J6, Pg. 177 AWR RA USE Rf DDV UI 'jk �''`��p• � a h 'fs"' �I l� 60 0 60 180 sew% Scale 1 " = 60 ft h P Z O P- QL U (n W 0 } Z_ Z � Q � 2 Q O Z O H- Q O Z � N � r Z W =.45 N U U w F- I Q U rZ � S a" Q e-- 0 W� ?- F- Z O WO Cc U) U Q Q W m �Ll0 w ZQ W O 0- W V) cD N to I-, OC) N Z Q U) I c 0 I LiJ L� CY) Q� 00 Q oO 1--. ro W O Q01) O Z S Q .- W Q) LL I� W U) x G. PAINTER > tVo. ISM , '/-fA_J j SURVEY: C.I.: RITCHIE 2' SURVEYS DRAWN: JOB NO.: TGP 9409-01 SCALE: 1" = 60' DATE: SHEET: 09-26-94 2/3 -- - EX. ELEC. XFRMR MH EX. 3" MACE O _ (DX.FLAG POLE� EX 3 MAPLE EX. SIGN n 1 — — } HANDI PAFMNG DETAM HANDICAP SIGN DETAM , FEE LANs SIGN / \ S. N.T.S. \\ N.T.S. ' EX. CIO - EX. 3" MAPLE / ERADICATE — SS _ HA ICAP SIGN OLD LAVES — EX. C/O _\ —�- --- - sS 77 , r x , a" sTND. ., \ F EX. C% \ 0 / RESTRIPE PARKING AREA--a,o' / ti�°, �— EX N. SEW.—,2" x s" sTr�D �. v FOR HDCP SPACES, AS SHOWN.8p'-�-s.oa //���Q1 774 - - ss�UMP STATION � 21 jam. ���.'��� � A ��NV. IN=%69� HC SYMBOL(YELLOW) 3 S1ND. U—CHANNEL POST STND. U—CHANNEL POST -� DRIVE N � 450 BEND- EX. SEPTIC TANKS W z i! EX. rn 22-1/2 -BEND C \ _F1'QE LANE _ — — PROP. GROUND C ��— �� 22— 1 /2 BEND —PROP. GROUND I ' `� �� C. 0. b RESO} VED _ W _ � PARKING b - -�_ 45° BEND & T.B. \ NOTE: 1 3" x3" CUT -IN TEE \ 111 �& T'—T22- BOXES INSTALL PIPE IN 12" D.I.ALL CONSTRUCTION SHALL CONFORM TO ADAVANSLEEVE AT ALL CROSSINGS. ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES. ��I � ('y / ACCESSIBLE IL M U P S SIDE11= DETAIL ?- C� 60 6" PVC SCH. 40 I N.T.S. ! W Z I ! SAN. SEW. SERVICE W p I I EX BASE �® 2.08% — Q Cl MEIVT EX CHURCy 8U ' ° BEND & T.B. C.O. 4 �� > U m Z ILDI 21, 2 NG I I = Q 27 S9 Ft I Q ONE STORY 1POLE I O Z O yGyT.3 �EX &LIGHT � Q O I AI F- O Ft. Q 4" CRUSHED STONE I Z F J�I 777 83 I IlO / CONC. SLAB (0 �0 p/)USECi7UR6"xx1.4�N� Zw C EX POLE & LIGHT _ _ INSTALL PIPE. IN 12 D.I. , SLEEVE ' AT ALL CROSSINGS. 3" WATER SERVICE GAS I TP f- �_ I O INSTALL FIRE LANE SIGNS EX. 18" ELM �� C ` AS REQUIRED BY THE FIRE r 5� PROP. GAS SERVICE v i' " MARSHALL. Ex.1 2" OAK ` Q E_/ - EX. 5 ELM X EX. GRA VEL DRIVE I U _ RE LANE �- TP f E'X. Cslrp \ F _ �. Z / I N I - �ec 8TP RESTRIPE PARKING AREA DRI VE — EX 2 '/LM =' MU ` T PS I .- FOR HDCP SPACES, AS SHOWN. N �. �� a , � S s.o' --� I-- 9.0' �+ n' �+' 90° 7j EX. 24 ELM m I � BENp �►9 _'j 7 9.0' PROP. 77.1 d, % �x c� Z -' (TYP•)� LIGHT iT \ROP 41 GAS P n? `32.0• 76.0 NOTE: \ w O � O ONC W 0 HDCP� C.O. qM TIE ROOF LEADERS �, I � W U I 7 --- _ I. EX. WELL ``"-- - '° 0 INTO STORM DRAIN Q ' 74 - - --- - 13 - �} 780* cyS 7 ON STO t SYSTEM. Y �— - 1 �g �'�SEA f R� 1 ,��1 ENr y _ EX. DOGWOOD - 64 P Q EX. p h/ PRO * GN 9• pt. j o Q W O E'.�- PRoP S7,, �n F F _ 22 F�r o P� �� p o� 0 -7-711 —I ^� f O 1 i -� EX p p 1 '�' �� To B� NC. fyq�� LIGHT �ry - 78.3 B. F �80 O p PROP. SCHOOL 6 � L� Ld Z (W� -�" —,— GWOOD -- rQ``i1'�pliE '° U %7 9, 1 (� . 0 Q '— I -- �--�".�J D p -'`- ) 'J� ��, �-, D SE. SC . 00 � � • o' Z GW000 NOOK ® �� W p 6.a SrA/Rs cn U \ ' I _ \ 7zo LOpR DRgjN ° EX. BUTS GARAGE 1 o ` 45 BEND PR s ** ALL STAIRS TO BE DETAILED ^ I , I 6.0 P• STA/RS ON ARCHITECTURAL DRAWINGS. a N� 4,,q 4 CO » E �E ,1K NC. EX. PARKING I EX. 36 ELM '�ovE- wqL AREA o K �PAV I—D) I � I I f I EX POLE &LIGHT X. GARAGE ADDITION IEX. CONC. PAD I _ - i ++ I r f EX. 18" WALNUT UMPST R - I I D E EX POLE &LIGHT EX. PLA YGROUND —I 9.0, i (T YP) I C) I I I EX. BUS PARKING I EX.�'OLE & LIGHT I —'— — — : ❑ STANDARD PIPE BED DETAIL WATER MAIN, SEWER do PIPE N.T.S. ER❑SI❑N & SEDIMENT CONTROL KEY �GRA VEL LOT ; I Scale 1" = 20 ft > 3,05 SILT FENCE SF' X X 3,32 PERMAINENT SEEDING P$ PS 3,35 MULCHiING 3,38 TREE PRESERVATI❑N AND PR❑TECTI❑N TP TP FINAL BACKFILL CAREFULLY COMPAC D SELECT BAC FILL STON AGGREGATE r� 0j) D. 1 T , uo uo Ln 00 W ZQ pry Lo (D I o >� 000) QCK �00 Q > o, w� �0 Q U cu 00 (n 0 z O -C Q I: a) L`LLI 911 z 0 CL w Q1 Q v,LT H 0~ p TIMQRMY . PAINTER > NO.18260 .o `f"arB'S ar 'ANAL SURVEY: C.I.: RITCHIE 2' SURVEYS DRAWN: JOB NO.: TGP 9409-01 SCALE: 1" = 20' DATE: SHEET: 09-26-94 3/3 16 JAN I ryC R5C:EIVED IDEM tl PLAWMNG r MD DENUOPIALIff. �I SHENANDOAH VALLEY BAPTIST CHURCH SHENANDOAH VALLEY CHRISTIAN ACADEMY PROPOSED CLASSROOM BUILDING PROJECT: SCHOOL BUILDING ADDITION SHENANDOAH VALLEY CHRISTIAN ACADEMY P. 0. BOX 249 STEPHENS CITY, VIRGINIA (703) 869-4600 APPLICANT: RITCHIE SURVEYS P. 0. BOX 518 STEPHENS CITY, VIRGINIA 22655 (703) 869-5175 DESIGNER: RITCHIE SURVEYS P. O. BOX 518 STEPHENS CITY, VIRGINIA 22655 (703) 869-5175 TIMOTHY G. PAINTER, P. E. 24 EAST PICCADILLY STREET WINCHESTER, VIRGINIA 22601 (703) 662-1565 PARCEL INFORMATION: PIN: 74-A-78 SITE AREA: 33.0541 Ac. ZONING: RA -RURAL AREAS DISTRICT PROPOSED USE: CHURCH 6 SCHOOL CURRENT USE: SAME AS ABOVE ZONING REQUIREMENTS: DENSITY: N/A: NON-RESIDENTIAL USE SETBACKS: FRONT: 60 Ft. (EX. ROADWAY) 45 Ft. (PRIVATE INGRESS/EGRESS) SIDE: 15 Ft. REAR: 40 Ft. ACCESSARY BUILDINGS: 15 Ft. BUILDING HEIGHT: 35 Ft. MAXIMUM PARKING: 1 SPACE PER 3 Ea. FIXED SEATS IN MAIN ASSEMBLY AREA: (9'x1B') or 1 SPACE PER EACH 4 STUDENTS BUILDING AREAS: 1 STORY; HEIGHT = 30 Ft. EX. CHURCH MAIN: 21,227 Sq. Ft. 6 SCHOOL: BSMT: 8,200 Sq. Ft. MEZZ: 3,280 Sq. Ft. PROP. CLASSROOM 1 STORY w/BSMT.; HEIGHT = 22 Ft. ADDITION: MAIN: 1,664 Sq. Ft. BSMT: 1,664 Sq. Ft. TOTAL: 36,035 Sq. Ft. PARKING REQUIREMENTS: MAIN ASSEMBLY: 512 SEATS: 512 FIXED SEATS/3->170.7 SPACES TOTAL REQUIRED SPACES: ->171 SPACES (9'x1B') or SCHOOL: 200 STUDENTS 200 STUDENTS/4 -> 50 SPACES TOTAL REQUIRED :SPACES: -> 50 SPACES SPACES REQUIRED: ->171 SPACES w/ 6 Ea. HDCP SPACES (1 Ea. VAN ACCESS) PROPOSED DEVELOPMENT: SCHOOL BUILDING ADDITION FOOT PRINT: 1,664 Sq. Ft. 1 STORY w/ BASEMENT HEIGHT = 22 Ft. PARKING PROVIDED: 170 Ea. PARKING SPACES (9'x18' TYP.) 6 Ea. HDCP SPACES (8'x18' TYP.) (2 Ea. SPACES ARE VAN ACCESSIBLE) LOT COVERAGE: BUILDINGS/STRUCTURES (FOOTPRINT): EXISTING: CHURCH: 21,227 Sq. Ft. GARAGE: 2,332 Sq. Ft. ACCESSORY: 2,296 Sq. Ft. PROPOSED: 1,664 Sq. Ft. TOTAL: 27,519 Sq. Ft. (0.6317 Acres) -> 2% OPEN SPACE: N/A LANDSCAPING: NONE REQUIRED GENERAL NOTES: 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE CURRENT STANDARDS OF THE COUNTY OF FREDERICK, VIRGINIA, THE VIRGINIA DEPARTMENT OF TRANSPORTATION AND THE REGULATIONS OF THE AMERICANS WITH DISABILITIES ACT, WHERE APPLICABLE. 2. EROSION AND SEDIMENT CONTROL SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE COMMONWEALTH OF VIRGINIA AND THE COUNTY OF FREDERICK, VIRGINIA, WHERE APPLICABLE. 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY "MISS UTILITY" AT 1-800-257-7777 AT LEAST TWO (2) WORKING DAIS PRIOR TO COMMENCEMENT OF ANY LAND DISTURBING ACTIVITY. 4. ALL EXISTING UTILITIES HAVE BEEN SHOWN BASED UPON THE BEST AVAILABLE INFORMATION. HOWEVER, THERE MAY BE EXISTING UTILITIES WHICH ARE NOT SHOWN AND SHOULD BE LOCATED. THEREFORE, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. ANY DISCREPANCIES BETWEEN THESE PLANS AND THE ACTUAL FIELD CONDITIONS SHALL BE REPORTED IMMEDIATELY TO THE ENGINEER, THE OWNER, AND/OR THE COUNTY OF FREDERICK, VIRGINIA. 5. ALL PROPOSED UTILITIES SHALL BE INSTALLED UNDERGROUND. 6, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL PERMITS NECESSARY FOR CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK. AN APPROVED SET OF CONSTRUCTION DOCUMENTS SHALL BE PRESENT ON THE SITE AT ALL TIMES. 7. TOPOGRAPHIC INFORMATION WAS DERIVED BASED UPON U.S.G.S DATUM BY A FIELD SURVEY PERFORMED BY RITCHIE SURVEYS AT A TWO (2') FOOT CONTOUR INTERVAL. 8. NO SOILS REPORT WAS FURNISHED FOR THIS PROJECT. 9. ALL RADII DESIGNATIONS INDICATE FACE OF CURB, EDGE OF PAVEMENT, OR EDGE OF STONE PAVEMENT, WHERE APPLICABLE. 10. THE CONTRACTOR SHALL COORDINATE THE RELOCATI'ON OF AND THE CONNECTION TO EXISTING UTILITIES WITH THE APPROPRIATE UTILITY COMPANY, IF APPLICABLE. SHENANIDZOO7A1HlV/A1���YtCHRISTIAN ACADEMY i�ILASiSRMilIOI LDING FREDERICK COUNTY, VIRGINIA FREDERICK COUNTY LOMMONWEALTH OF VIRGINIA COUNTY OF FREDERICK INDEX TO COUNTY LOCATION n m iBa I �R �� d Z'i �0 I °. / Radio acl It 01 RITCHIE SURVEYS 108 AMELIA AVENUE STEPHENS CITY, VIRGINIA 22655 (703) 869-5175 VICINITY MAP' 1 " = 2000' CONSTRUCTION NOTES: EROSION AND SEDIMENT CONTROL: 1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITY. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT EDITION OF THE COMMONWEALTH OF VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. 2. ALL WORK SHALL BE CONFINED TO THE DESIGNATED LIMITS OF CONSTRUCTION. FOR THIS PROJECT, THE LIMITS OF CONSTRUCTION ARE DEFINED AS THE PROPERTY BOUNDARY. 3. NO DISTURBED AREAS SHALL BE DENUDED FOR MORE THAN THIRTY (30) DAYS. THE CONTRACTOR SHALL STABILIZE ALL DENUDED AREAS WI7PHIN SEVEN (7) DAYS AFTER THE END OF CONSTRUCTION. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE' INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES. ALL MEASURES SHALL BE INSPECTED DAILY AND AFTER EACH SIGNIFICAINT RAINFALL BY THE SITE SUPERINTENDENT OR HIS REPRESENTATIVE. ANY DAMAGIED STRUCTURES SHALL BE REPAIRED OR REPLACED BY THE END OF WORK THAT DA)V. 5. UPON COMPLETION OF CONSTRUCTION, ALL PERMANENT ERROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED. AFTER STAB ILIZA'.TION, THE TEMPORARY EROSION CONTROL DEVICES SHALL BE REMOVED AS APPROVED BY THE LOCAL INSPECTION AUTHORITY. ALL VEGETATIVE COVER SHALL BE, CHECKED REGULARLY AND ANY DAMAGED AREAS SHALL BE REPAIRED, FERTILIZEID, REPLANTED AND MULCHED AS NECESSARY. 6. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING TRUCKS AND OTHER CONSTRUCTION EQUIPMENT PRIOR TO ENTERING THE FPUBLIC R-O-W. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN CLEAN STREETS AND ALLAY DUST AT ALL TIMES. EXCAVATION AND GRADING: 1. ALL TOPSOIL SHALL BE EXCAVATED TO ITS FULL DEPTH AND STOCKPILED ON - SITE FOR FUTURE USE. 2. ALL BORROW FILL MATERIAL, IF NECESSARY, SHALL IBE OBTAINED BY THE CONTRACTOR AND BE APPROVED BY A CERTIFIED GEOTECHN[ICAL ENGINEER. ALL FILL MATERIAL SHALL BE PLACED IN LIFTS OF 8 OR LESS AND SHALL BE COMPACTED TO 95% OF ASTM D-698 MAXIMUM DRY DENSITY, OR AS DIRECTED BY THE GEOTECHNICAL ENGINEER. 3. NO BLASTING SHALL BE PERMITTED WITHIN 25 FEET OF EXISTING UTILITIES OR STRUCTURES WITHOUT PERMISSION OF THE OWNER. 4. ALL ISLAND AND LAWN AREAS SHALL RECEIVE A MINIIMUM OF 6" TOPSOIL, GRADED AND RAKED, PRIOR TO APPLICATION OF PERMANEN'Ir VEGETATIVE COVER. WATER MAIN: 1. A PROPOSED 3" WATER MAIN SHALL BE INSTALLED TOI PROVIDE THE WATER SERVICE TO THE PROPOSED SCHOOL. ALL WORK AND MATEERIALS SHALL BE AS DIRECTED BY THE CODES AND SPECIFICATIONS OF THE FREDERICK COUNTY SANITATION AUTHORITY. THE WATER MAIN SHALL BE 3" PVC SDR-21., OR APPROVED EQUAL. SANITARY SEWER: 1. THE SEWER SERVICE FOR THE PROPOSED CLASSROOM BUILDING SHALL BE CONNECTED TO TtfE EXISTING WASTEWATER PUMP STATION SYSTEM. THE EXISTING PUMP STATION'HAS A CAPACITY OF 8080 GPD WHICH PROVIIDES THE SERVICE FOR THE SHENANDOAH VALLEY BAPTIST CHURCH COMPLEX. THE TOTAL SEWAGE FLOWS ARE AS FOLLOWS: CHURCH: 512 PERSONS @ 5 GPD -> 2560 (GPD SCHOOL: 200 STUDENTS @ 16 GPD -> 3200 GPD (SCHOOLS WITH SHOWERS 3 CAFETERIA) TOTAL -> 5760 (GPD** **IN REALITY, THE SEPARATE USES, AS DEFINED ABOVE„ WILL NOT USE THE SYSTEM SIMULTANEOUSLY AND THEREFORE THE SYSTEM USAGIE SHOULD BE DEFINED AS 3200 GPD, THE GREATER OF THE TWO USES. PUMP STATION INFORMATION HAS BEEN BASED UPON THIE SYSTEM PLANS AS PREPARED BY GILBERT W. CLIFFORD 6 ASSOCIATES, INC., ENTITLED "PROPOSED WATER AND SEWERAGE FACILITIES, SHENANDOAH VALLEY BAPTIST CHURCH, FREDERICK COUNTY, VIRGINIA" (JOB # 7863-13), AND DIATED JUN'E, 1979. STORM WATER MANAGEMENT: 1. NO STORM WATER MANAGEMENT FACILITIES ARE PROPOISED FOR THIS SITE. THERE WILL BE NO REAL INCREASE IN THE AMOUNT OF STOIRM WATER RUNOFF DUE TO THIS DEVELOPMENT. THE PROPOSED CLASSROOM BUILDINIG IS APPROXIMATELY THE SAME SIZE AS TWO EXISTING RESIDENTIAL STRUICTURES WHICH WERE RECENTLY DEMOLISHED. NO ADDITIONAL PARKING (PAVED AREAS) IS PROPOSED FOR THIS DEVELOPMENT. 2. ALL DOWNSPOUTS AND FOUNDATION DRAINS SHALL BEs' CONNECTED TO THE PROPOSED STORM DRAIN DIRECTED TO THE NORTH PROPERTIY BOUNDARY. PAVING: 1. PAVEMENT SECTION: WHERE THE EXISTING PARKING AREAS ARE EXCAVATED FOR UTILITIES, A MINIMUM PAVEMENT SECTION OF 8" VA. #21-A STONE, FINISHED ANID COMPACTED, A BASE COURSE OF 3" BM-3 AND A SURFACE COURSE OF 1" S-5 BIITUMINOUS CONCRETE, FINISHED AND COMPACTED, SHALL BE INSTALLED; OR MATCH THE EXISTING .SECTION, WHICHEVER IS GREATER. ALL AREAS TO BE PATCHIED SHALL BE SAW -CUT TO PROVIDE A SMOOTH CONNECTION TO THE EXISTING PAVEEMENT. MISCELLANEOUS: 1. FIRE LANES SHALL BE DELINEATED AS DIRECTED BY THE COUNTY OF FREDERICK, VIRGINIA FIRE DEPARTMENT. 2. ALL EXISTING FIRE LANES SHALL REMAIN. CLEAR ACCESiS TO THE SITE SHALL BE MAINTAINED AT ALL TIMES. LIST OF DRAWINGS: EINAL SITE PLAN HT. 1/3: COVER SHEET _ •-SHT. 2/3: LAYOUT PLAN SHT. 3/3: SITE PLAN Pam. J �LTH plAPPROVED BY THE ZON�NQ ADMINISTRATOR `Nbl: v TiMOTH . PAINTER No.18260�Y2, 9 / ZONING ADMIN R .... ` y��iry,�IbNAL4 it MA ' JAN DEPY.E,wi1?�lfNG i -- _, wn. - _ _ XFRMR MH p �� -� EX. 3" MA f F >>p p cs^ a - - - rC _ X. FLAG POLE --� _ -- n _ _ Ex. 3" MAPLE HANDICAP si(��i DETAIL ma`s' PIS La! SIGN EX. S/GN _ HAND I PAFjaNG DETAIL / WM - S. N.T.S. N.T.S. EX. C/o `pM`-" EX 3" MAPLE ERADIC HA ICAP SIGN ��_ } SS � X CIO �`' - PNsaw 12" x l@" STND. ATE SS LINES 772 -- I _ -- - - -- -- ,� ss '_ EX. C/0\ _ —, 2' X s" sTND . � v / RESTRIPE PARKING AREA 1-8.0' C 1° _ �_ EX. SAN. SEW. FOR HDCP SPACES, AS SHOWN. 8p'-�-80' �'�'iQ -� - UMP STATION �� �7 �--- SS J I 8•0'—i s.o' �.. f '�/ 21 �� 774 - A s 0 / j 1 �NV I � HC SYMB(OL(YELL Y) STND. U-CHANNEL POST \ STND. U-CH7INNEL POST Z � � '45° BEN � EX. SEPTIC THINKS W \ �� � / Z22-1/ % END C. Z R E / 0 —PROP. GROUND Q I 1 22-1/2 BEND �-- PROP. GROUND � 1 - � � `� � _— �� � � `�' II 8 II I b RESERVED W C.O. I. ''t' 8' 'I PARKING Mb • M U PS � �/ 1____ � _ �--450 BEND & T.B. NOTE: -� 3%3" CUT -IN TEE �& T.B. & BOXES INSTALL PIPE IN 12" D.I. ALL CONSTRUCTION SHALL CONFORM TO ADA VAN I 1—3+ SLEEVE AT ALL CROSSINGS. ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES. ACCESSIBLE MU P I � � � 3IDE1trALK DETAII. � C� f 60' 6" PVC SCH. 40 I N.T.S. J 2 Z 1 I SAN. SEW. SERVICE J W I EX. BASE ® 2.08% Q o MEN I I 4' --- T 9° BEND & T.B. Q m Z \ C.O. U m EX CyURCy BU/LDl'NG � � � � � �......�. = Q I I 21, 227 S Q � n ' 9 Ft. I__ 0 ZQ O ONE STD,Q y L� EX. POLE & LIGHT O 1 GyT• \ F f- _ `30 Ft. Q \ 4" CRUSHED STONE I Z � %%� 83 I J � � CONC."SLAB (3000 psi) Q� USE. CHURCy I � � o � <)N F s xs x1.a/1.4 wwM � W � EX POLE & LIGHT = U C.)INSTAL PIPE IN 12" D.I. J SLEEVE AT ALL CROSSINGS. J 3" WATER SERVICE � TP � GAS C INSTALL FIRE LANE SIGNS R_ \ EX. 18" ELM'` AS REQUIRED BY THE FIRE I c)F -' - PROP. GAS SERVICE MARSHALL. O _ EX TP 2" OAK �� 7�6 _ O E r EX. 5 ELM EX. GRA VEL DRIVE I U Q n EX / Z FIRE LANE -/ ' TP CpN r O 6E C, EX.7 RE'ywED I TP � V - _ RESTRIPE PARKING AREA DRIVE — r _ EX 2 ELM I _. (� FOR HDCP SPACES, AS SHOWN. N o �j� MU PS 6� a. r- s 9.0. x � EX. 24" ELM .�_ • � m � � �• n' n3 900 BEN s.0, PROP. L ��• � D `� 1. B � � c� �ryP )� IGHT PROP \ O �C O iTYp)� 4 CO G PRpp s' w /�X 3z o, s.o NOTE: �} O j y _ NC• HDC_ - C.O. TIE ROOF LEADERS W U WqL _� I EX. WELL ``-K- - qMP ON /' INTO STORM DRAIN > (n cc • EX DOGWOOD /, Ux e 78.0* G,qs >8 IN/ ONE SYSTEM. \G� U T -- 000 EX, ocwoo> ,� -`---__�__ ;i _;=-_ _ _� -- 1, 664 SMELT oPy� Q v - -- D i MU PS o i/ ` I P HG 9 F o W p ROp. ST 78 3* g N NT. 2 t G\' �� 0 0 ROP AIRs F F _ 2 Ft �. FOP �� O L,J EX. - .�- To a �� q� ucNr T �83 E. �80.0 PROP. SCHOOL ° Ld Z DOGWOOD yp.) v F 7/ 0 s' 6 �p� )0 ` r � E �E�y !/FD S 0 S o Q 4- I __� O 13 I — �' ` `�� PRop = I I I I o +-� is I' ' s. o STAIR �" I _ n RS j - I I I I I i '--� -�- FL0 R��? >>. OR p �0 o . gIN 450BEND EX, BUS GARAIGE p s ** ALL STAIRS TO BE DETAILED R p STq/s ON ARCHITECTURAL DRAWINGS. PRb Tp BF Nc �'A' ��. 4' CON C, EX. PARKING I EX. 36 ELM Wq AREA D LK PAv E D) � I / ll I EX POLE &LIGHT �C I I w I EX. CONC. PAD In28 EX. 18 WALNUT I DUMPS TER EX. POLE & LIGHT I I ! I I I .o' --sI ' � � EX. PLAYGROUND i T �— ( yp•) I I I I I I EX. BUS PARKING , N EX. POLE & LIGHT4 I i I I I I GARAGE AD01 PON 911 Ln Lo LO LO N r-, 00 N ZQ ro Lo I o z >� rn Q� � �. Co Q ' 0 0o w1 QU w (n oz O c Q ,- T_ a) LIJ ~ z 0 CL (n Ld Q, Q O I 0� I Df � y� ---� I • ; 32 I > 2 f I I STANDARD PIPE BED DEII•AIL c tIMQTHY .PAINTER -� --�- I WATER MAIN, SEWER I & NoL 18260 ST PIPE .r� 4 -•1 - �- - N.T.S. r� � `�S Is�bNAL, _ EX. GRAVE I ER❑SI❑N & SEDIMENT CONTROL KEY L L0T , 20 0 20 60 � 3.05 SILT FENCE $F X x X 3,32 PERMANENT SEEDING 3,35 MULCHING 3,38 TREE PRESERVATI❑N AND PROTECTION 1•P �— TP FINAL BACKFILL �6 SURVEY: C.I.: - - RITCHIE 2' CAREFULLY COMPAC D SURVEYS SELECT BA FILL DRAWN: JOB NO.: o p TGP 9409-01 STON AGGREGATE / SCALE: 1" = 20' DATE: SHEET: D �6� 09-26-94 3/3 J �y AN i ..r;e:.,' RECEIVED DEPT, `OF :PLANNING Ate DEyFCOPmFwT SHENANDOAH VALLEY BAPTIST CHURCH PARKING REQUIREMENTS: MAIN ASSEMBLY: 512 SEATS: SHENANDOAH VALLEY CHRISTIAN ACADEMY 512 FIXED SEATS/3 ->170.7 SPACES U. S. ROUTE it TURNING LANE AND TAPER TOTAL REQUIRED SPACES: ->171 SPACES (9'x18') or PROJECT: U. S. ROUTE 11 IMPROVEMENTS SCHOOL: 200 STUDENTS SHENANDOAH VALLEY BAPTIST CHURCH 200 STUDENTS/4 -> 50 SPACES P. 0. BOX 249 TOTAL REQUIRED SPACES: -> 50 SPACES STEPHENS CITY, VIRGINIA (703) 869-4600 SPACES REQUIRED: ->171 SPACES w/ 6 Ea. HDCP SPACES APPLICANT/ (1 Ea. VAN ACCESS) DESIGNER: RITCHIE SURVEYS P. 0. BOX 518 PROPOSED DEVELOPMENT: SCHOOL BUILDING ADDITION STEPHENS CITY, VIRGINIA 22655 FOOT PRINT: 1,664 Sq. Ft. (703) 869-5175 1 STORY w/ BASEMENT HEIGHT = 22 Ft. TIMOTHY G. PAINTER, P. E. 24 EAST PICCADILLY STREET PARKING PROVIDED: 170 Ea. PARKING SPACES (9'x18' TYP.) WINCHESTER, VIRGINIA 22601 6 Ea. HDCP SPACES (8'x18' TYP.) (703) 662-1565 (2 Ea. SPACES ARE VAN ACCESSIBLE) PARCEL INFORMATION: LOT COVERAGE: BUILDINGS/STRUCTURES (FOOTPRINT): PIN: 74-A-78 EXISTING: CHURCH: 21,227 Sq. Ft. SITE AREA: 33.0541 Ac. GARAGE: 2,332 Sq. Ft. ACCESSORY: 2,296 Sq. Ft. ZONING: RA -RURAL AREAS DISTRICT PROPOSED: 1,664 Sq. Ft. TOTAL: 27,519 Sq. Ft. PROPOSED USE: CHURCH & SCHOOL (0.6317 Acres) -> 2% OPEN SPACE: N/A CURRENT USE: SAME AS ABOVE LANDSCAPING: NONE REQUIRED ZONING REQUIREMENTS: DENSITY: N/A: NON-RESIDENTIAL USE GENERAL NOTES: 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE CURRENT STANDARDS OF THE SETBACKS: FRONT: 60 Ft. (EX. ROADWAY) COUNTY OF FREDERICK, VIRGINIA, THE VIRGINIA DEPARTMENT OF 45 Ft. (PRIVATE INGRESS/EGRESS) TRANSPORTATION AND THE REGULATIONS OF THE AMERICANS WITH DISABILITIES SIDE: 15 Ft. ACT, WHERE APPLICABLE. REAR: 40 Ft. 2. EROSION AND SEDIMENT CONTROL SHALL CONFORM TO THE STANDARDS AND ACCESSORY BUILDINGS: 15 Ft. SPECIFICATIONS OF THE COMMONWEALTH OF VIRGINIA AND THE COUNTY OF FREDERICK, VIRGINIA, WHERE APPLICABLE. BUILDING HEIGHT: 35 Ft. MAXIMUM 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY "MISS PARKING: 1 SPACE PER 3 Ea, FIXED SEATS IN MAIN ASSEMBLY UTILITY" AT 1-800-257-7777 AT LEAST TWO (2) WORKING DAYS PRIOR TO AREA: (9'x18') COMMENCEMENT OF ANY LAND DISTURBING ACTIVITY. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL EXCAVATION AND GRADING: PERMITS NECESSARY FOR CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK. AN 1. ALL TOPSOIL SHALL BE EXCAVATED TO ITS FULL DEPTH AND STOCKPILED ON - APPROVED SET OF CONSTRUCTION DOCUMENTS SHALL BE PRESENT ON THE SITE AT SITE FOR FUTURE USE. ALL TIMES. 7. TOPOGRAPHIC INFORMATION WAS DERIVED BASED UPON U.S.G.S DATUM BY A 2. ALL BORROW FILL MATERIAL, IF NECESSARY, SHALL BE OBTAINED BY THECONTRACTOR AND BE APPROVED BY A CERTIFIED GEOTECHNICAL ENGINEER. ALL FIELD SURVEY PERFORMED BY RITCHIE SURVEYS AT A TWO (2') FOOT CONTOUR FILL MATERIAL SHALL BE PLACED IN LIFTS OF 8" OR LESS AND SHALL BE INTERVAL. COMPACTED TO 95% OF ASTM D-698 MAXIMUM DRY DENSITY, OR AS DIRECTED BY 8. NO SOILS REPORT WAS FURNISHED FOR THIS PROJECT. THE GEOTECHNICAL ENGINEER. 3. NO BLASTING SHALL BE PERMITTED WITHIN 25 FEET OF EXISTING UTILITIES 9. ALL RADII DESIGNATIONS INDICATE FACE OF CURB, EDGE OF PAVEMENT, OR OR STRUCTURES WITHOUT PERMISSION OF THE OWNER. EDGE OF STONE PAVEMENT, WHERE APPLICABLE. 10. THE CONTRACTOR SHALL COORDINATE THE RELOCATION OF AND THE 4. ALL SLOPES AND LAWN AREAS SHALL RECEIVE A MINIMUM OF 4'" TOPSOIL, GRADED AND RAKED, PRIOR TO APPLICATION OF PERMANENT VEGETATIVE COVER. CONNECTION TO EXISTING UTILITIES WITH THE APPROPRIATE UTILITY COMPANY, IF APPLICABLE. WATER MAIN: 1. THE EXISTING WATER METER AND VALVE VAULT SHALL REMAIN IN SERVICE AT CONSTRUCTION NOTES: ALL TIMES. THE VALVE VAULT AND ALL WATER APPURTENANCES SHALL BE PROTECTED DURING THE CONSTRUCTION PROCESS. EROSION AND SEDIMENT CONTROL: 1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR STORM WATER MANAGEMENT: TO ANY LAND DISTURBING ACTIVITY. ALL WORK SHALL BE DONE IN ACCORDANCE 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARDS AND WITH THE CURRENT EDITION OF THE COMMONWEALTH OF VIRGINIA EROSION AND SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. SEDIMENT CONTROL HANDBOOK. 2. THE EXISTING ENTRANCE CULVERT SHALL. BE REMOVED AND DISPOSED OF 2. ALL WORK SHALL BE CONFINED TO THE DESIGNATED LIMITS OF CONSTRUCTION. PROPERLY OFF -SITE. THE PROPOSED CULVERT SHALL BE INSTALLED AS INDICATED FOR THIS PROJECT, THE LIMITS OF CONSTRUCTION ARE DEFINED AS THE AREA ON THE PLANS. THE EXISTING 36" CMP CULVERT UNDER U. S. ROUTE 11 SHALL ADJACENT TO U. S. ROUTE 11 TO THE CATCH POINTS OF THE SLOPES ON THE BE EXTENDED, AS NOTED. ALL CULVERTS SHALL BE ASPHALT -COATED CORRUGATED CHURCH PROPERTY. METAL PIPE. 3. NO DISTURBED AREAS SHALL BE DENUDED FOR MORE THAN THIRTY (30) DAYS. PAVING: THE CONTRACTOR SHALL STABILIZE ALL DENUDED AREAS WITHIN SEVEN (7) DAYS 1. PAVEMENT SECTION: AFTER THE END OF CONSTRUCTION. THE PROPOSED TURNING LANE AND TAPER SHALL RECEIVE A MINIMUM PAVEMENT SECTION OF 8" VA. #21-B STONE, FINISHED AND COMPACTED, A BASE COURSE 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND OF 3" BM-3 AND A SURFACE COURSE OF 1.5" SM-2A BITUMINOUS CONCRETE, MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES. ALL MEASURES FINISHED AND COMPACTED, OR MATCH THE EXISTING SECTION, WHICHEVER IS SHALL BE INSPECTED DAILY AND AFTER EACH SIGNIFICANT RAINFALL BY THE GREATER. ALL POINTS OF CONNECTION WITH EXISTING PAVEMENT SHALL BE SAW - SITE SUPERINTENDENT OR HIS REPRESENTATIVE. ANY DAMAGED STRUCTURES SHALL CUT TO PROVIDE A SMOOTH TRANSITION BETWEEN PAVEMENT SECTIONS. BE REPAIRED OR REPLACED BY THE END OF WORK THAT DAY. MISCELLANEOUS: 5. UPON COMPLETION OF CONSTRUCTION, ALL PERMANENT EROSION AND SEDIMENT 1. ALL EXISTING FIRE LANES SHALL REMAIN. CLEAR ACCESS TO THE SITE SHALL CONTROL MEASURES SHALL BE INSTALLED. AFTER STABILIZATION, THE TEMPORARY BE MAINTAINED AT ALL TIMES. EROSION CONTROL DEVICES SHALL BE REMOVED AS APPROVED BY THE LOCAL INSPECTION AUTHORITY. ALL VEGETATIVE COVER SHALL BE CHECKED REGULARLY AND ANY DAMAGED AREAS SHALL BE REPAIRED, FERTILIZED, REPLANTED AND WE F e v - tip �'►�� VICINITY MAP 1 " 2000' Z O to CL U co � f 0 s O A ul Q N O 0 or 1 SPACE PER EACH 4 STUDENTS MULCHED AS NECESSARY. MARYANN Ch'A0#ELL '4yC5G0G�v 30 Ft. 4. ALL EXISTING UTILITIES HAVE BEEN SHOWN BASED UPON THE BEST AVAILABLE 6. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING TRUCKS AND PIN- 74-A- 77 BUILDING AREAS: 1 STORY; HEIGHT = INFORMATION. HOWEVER, THERE MAY BE EXISTING UTILITIES WHICH ARE NOT OTHER CONSTRUCTION EQUIPMENT PRIOR TO ENTERING THE PUBLIC R-O-W. IT IS D.B. 580, Pq 8,�5 EX. CHURCH MAIN: 21,227 Sq. Ft. SHOWN AND SHOULD BE LOCATED. THEREFORE, IT SHALL BE THE RESPONSIBILITY THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN CLEAN STREETS AND & SCHOOL: BSMT: 8,200 S q� Ft. OF THE CONTRACTOR TO VERIFY THE LOCATION OF ALL EXISTING UTILITIES ZONED. RA MEZZ: 3,280 Sq. Ft. PRIOR TO CONSTRUCTION. ANY DISCREPANCIES BETWEEN THESE PLANS AND THE ALLAY DUST AT ALL TIMES. USE.• FARM RES/DENl1AL ACTUAL FIELD CONDITIONS SHALL BE REPORTED IMMEDIATELY TO THE ENGINEER, cf TO WINCHESTER PROP. CLASSROOM 1 STORY w/BSMT.; HEIGHT = 22 Ft. THE OWNER, AND/OR THE COUNTY OF FREDERICK, VIRGINIA. ADDITION: MAIN: 1,664 Sq. Ft. BSMT: 1,664 Sq. Ft. 5. ALL PROPOSED UTILITIES SHALL BE INSTALLED UNDERGROUND. TOTAL: 36,035 Sq. Ft. 550'+ SIGHT DISTANCE - S50'+ SIGHT DISTANCE Inv. In = 739.04 - 'S5 MPH POSTED SPEED LIMIT �Ex. EW-1 TO STEPHENS CITY ( 0.50 M1 *�-� OVERLAY ENTRANCE WITH " �.s�s VALLEY PIKE J 1.5 SM-2A SURFACE COURSE Ex. Zf�, S.0 I= - EX. HEADWALL I I p' R-O-W 11 W J M Q � O Z Q Z � cn R (� W Z Zr = (n U D (,7 Z Z �1 n - 'r- TO BE REMOVED. - �8 r Ex. 36" Dio. CMP � � �) 6.00'-3ti Dia. CMP In v, Out = 752.92 \N g Ex. EW-17 �� T VALLEY PIKE -� R 1 NSION & EW-1 _�X 0 x �_ � VA \ \ � Ex. Strlprng , � � ' O � 36.00' a� Ens- 2 6.�tD 6tG'Y+Otw► a , ,4 . ; , � 4' SHOULDER T END WALL. ( YP) 7 44. 44.12 44. 35 _,+� 54 - - - - - - - - - - - 4 (80' R-0_W) 100.00' 4.1 ""_ _ - ___ -- - _ - _ EX EO ,'(00' TURNING LAN 44.64 44.47 44.33 - - \ / 46 1 45.68 E46.28 - . ' ,;r-,: ". -' '-"::'� v. Out 737.01 - - ._ - 740 4 F- � tll742 Ex. 18" Dia. CMP } 150' TAPER,,' 47.16 b.b ^�,: ✓, : Ex. fiY --- _ _ - - (n Ex. Strlping 47.71 _ _ ' _ 5 49.6 _..� :.. : f, r-- - ,s ' `• 1NAT�R ;AI,E7ER' l;.j'.'• +1C•�` P __.. - f �c n 1.36 -+�- `VA r' E.0 c VDOT MONUM ��� 8 ?. 19.1 V ;; @ 3.51 ENT - - EX --rt54.64 � - E - -- - -- -- - - - - 4' SHOULDER (Typ.) x _ '_-- UHE - - - <; - - 1.0 4� P o 1 ° -- EX. SIGN EX. EOP _ _ V. = - - - c -- - - -� -- - - EX. EN CE _'� 44. ` p STD x R . Out 736.75 m �_ Z -�� Ex. EW-1 C� - - - - - _ _ _ 48 SIGN TC /n v, t = 739.50 TO PS MU - 7 5" >_ In v. In = 754.34 - _ _ _ 2" R OHS - EX + a f POLE SF�` :. ' J O O Inv. In "741.25. REMOVE x. 12"x16" CMPA PFtoP: 1C�x30 _ " 5�1.12 0 = ,r,t EX. POLE _ TO PS MU ; •:�, ( & REPLAC with 70.00'-lfr\ DRA►wlAc E 3=SMZ_ 1 34 • .:.: 1 ' L t Q 5.28' Dia, CMP Q 5% & 2 ea. Y \ \ \ o ITC 1 i 18"t Dia. ES-2 ND SECTIONS. W V EX. ENTRANCE 0'-REMAIN NOTE: NOSE DOWN Q�1 R' J SAW -CUT FOR -'T .: :.. O O W r VALVE VAULT, POLES, AND SIGNS 1' AT END (Typl>J PAVEMENT TIE -I \ _____-_-__-._ J he bottom of the curb and Q 1 I- - _ _ -1 ---•- gutter may be constructed SHALL REMAIN IN PLACE AND BE EX. SIGN \ y W E parallel to the slope of sub - PROTECTED DURING THE CONSTRUCTION 14'x13' !J I �_ �� y �• -_ 2,-0• m f certcourses provided a Z u depth o 7' is H PROCESS. HGHT.• 22' 3 \� J 1 Q \ maintained, Li 7 ALL UTILITIES SHALL REMAIN IN SERVICE w W AT ALL TIMES. 1 \ This am may be concrete of the option of the contractor }mac 1' I Iro � ry 1 I This orb shall be used when design When combination mountable pwb and gutter is CL y C \, speed is greater than 40 MPH on Rural used, the Standard Entrance Gulli or Standard Connection for Note' curb B gutter having o radius of 300'or less (along face APPROXIMATE LOCATION -�' I L J highways and 45MPH in Street Intersections ore to have of curb) snoll OF ` E EXISTING WATER 1 rdeveloped I Urban and Suburban mountable curb configuration incorporoled be paid tot as radial combination curb a MAIN. 1 O J v t areas gutter J \+ 1 {a �f I When the standard is to be tied into e)ustmg This item may be precast or cost in place "1 v it bGrrw curb, the tronsihon is to be mode within 10' or the change in standards mode at regular openings Concrete to be Class A3 if cost in place, I PS! - 4000 if precast EX. 3" MAPLE iTyP•� - .. ti � O � I r J z \ \ SHENANDOAH 11-41LEY BAPTIST CHURCH o PIN- 74-A-78 Z APPROXIMATE LOCATION GAS -- - ---- _.-._ D.B. 4>5, Pg. 39> 1 1 I OF THE EXISTING UNDERGROUND 30 D 30 90 --- ---- 1 r` I ELECTRIC SERVICE. --- - - - ZONEO.- RA USE. CHURCH &SCHOOL EX. J " MAPLE Scale l " = JD f t 1 I (TYP.), I � I I c J EROSION & SEDIMENT CONTROL KEY I w Z p J TURNING LANE TYPICAL SECTION N.T.S. X (n w :D EX. LANE (12'+/-) r- 1.5" SM-2A 3" BM-2 8" 21-B COMPACTED SUBGRADE TIJRNIIJG LANB TYPICAL W SECTION AT ENTRANCE Z Z o N.T.S. J � � 3 I X U� o w D o' EX. LANE (12'+/-) - 12' -VARIABLE 3:1 SLOPE (Max.) CROSS SLOPE = 1 4":1' 1� CG-7 I -II I-1 1.5" SM-2A ::: ,: `. - �� �: ::I::I� :�. :�::..... ItlIiflIII I IIIIII II IIII I• fi.. •.: 3" BM-2 IiI'lt fi l 1I I I1 I I=_ 8" 21-B 12" COMPACTED SUBGRADE 3.05 SILT FENCE $F X A X 3.08 CULVERT INLET PROTECTION CIP 3.18 OUTLET PROTECTION O O O 3.30 TOPSOILING 3.32 PERMANENT SEEDING pg 3.35 MULCHING MV MU y APPROVED BY THE ZONING ADMINISTRATOR COUNTY OF FREDERICK, VIRGINIA N Ln - N ZQ r-1 - rn Ln c0 I I > 0 00 °' Q(Y 00 �� Q5: o.� W Q U a) cf) 00z o Q z a- -- LLJ (n r,'WYQfi TIMOT" PAINTER It ism .D'7)L,If A SURVEY: C.I.: RITCHIE 2' SURVEYS DRAWN: JOB NO.: TGP 95- 0503 SCALE: DATE: 1" = 30.0' 5-10-95 SHEET: 1 1 SHENANDOAH VALLEY BAPTIST CHURCH SHENANDOAH VALLEY CHRISTIAN ACADEMY U. S. ROUTE 11 TURNING LANE AND TAPER PROJECT: U. S. ROUTE 11 IMPROVEMENTS SHENANDOAH VALLEY BAPTIST CHURCH P. 0. BOX 249 STEPHENS CITY, VIRGINIA (703) 869-4600 APPLICANT/ DESIGNER: RITCHIE SURVEYS P. 0. BOX 518 STEPHENS CITY, VIRGINIA 22655 (703) 869-5175 TIMOTHY G. PAINTER, P. E. 24 EAST PICCADILLY STREET WINCHESTER, VIRGINIA 22601 (703) 662-1565 PARCEL INFORMATION: PIN: 74-A-78 SITE AREA: 33.0541 Ac. ZONING: RA -RURAL AREAS DISTRICT PROPOSED USE: CHURCH & SCHOOL PARKING REQUIREMENTS: MAIN ASSEMBLY: 512 SEATS: 512 FIXED SEATS/3->170.7 SPACES TOTAL REQUIRED SPACES: ->171 SPACES (9'x18') or SCHOOL: 200 STUDENTS 200 STUDENTS/4 -> 50 SPACES TOTAL REQUIRED SPACES: -> 50 SPACES SPACES REQUIRED: ->171 SPACES w/ 6 Ea. HDCP SPACES (1 Ea. VAN ACCESS) PROPOSED DEVELOPMENT: SCHOOL BUILDING ADDITION FOOT PRINT: 1,664 Sq. Ft. 1 STORY w/ BASEMENT HEIGHT = 22 Ft. PARKING PROVIDED: 170 Ea. PARKING SPACES (9'x18' TYP.) 6 Ea. HDCP SPACES (8'x18' TYP.) (2 Ea. SPACES ARE VAN ACCESSIBLE) LOT COVERAGE: BUILDINGS/STRUCTURES (FOOTPRINT): EXISTING: CHURCH: 21,227 Sq. Ft. GARAGE: 2,332 Sq. Ft. ACCESSORY: 2,296 Sq. Ft. PROPOSED: 1,664 Sq. Ft. TOTAL: 27,519 Sq. Ft. (0.6317 Acres) -> 2% OPEN SPACE: N/A CURRENT USE: SAME AS ABOVE LANDSCAPING: NONE REQUIRED ZONING REQUIREMENTS: DENSITY: N/A: NON-RESIDENTIAL USE GENERAL NOTES: 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE CURRENT STANDARDS OF THE SETBACKS: FRONT: 60 Ft. (EX. ROADWAY) COUNTY OF FREDERICK, VIRGINIA, THE VIRGINIA DEPARTMENT OF 45 Ft. (PRIVATE INGRESS/EGRESS) TRANSPORTATION AND THE REGULATIONS OF THE AMERICANS WITH DISABILITIES SIDE: 15 Ft. ACT, WHERE APPLICABLE. REAR: 40 Ft. 2. EROSION AND SEDIMENT CONTROL SHALL CONFORM TO THE STANDARDS AND ACCESSORY BUILDINGS: 15 Ft. SPECIFICATIONS OF THE COMMONWEALTH OF VIRGINIA AND THE COUNTY OF FREDERICK, VIRGINIA, WHERE APPLICABLE. BUILDING HEIGHT: 35 Ft. MAXIMUM 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY "MISS PARKING: 1 SPACE PER 3 Ea. FIXED SEATS IN MAIN ASSEMBLY UTILITY" AT 1-800-257-7777 AT LEAST TWO (2) WORKING DAYS PRIOR TO AREA: (9'x18') COMMENCEMENT OF ANY LAND DISTURBING ACTIVITY. or 1 SPACE PER EACH 4 STUDENTS 4. ALL EXISTING UTILITIES HAVE BEEN SHOWN BASED UPON THE BEST AVAILABLE BUILDING AREAS: 1 STORY; HEIGHT = 30 Ft. INFORMATION. HOWEVER, THERE MAY BE EXISTING UTILITIES WHICH ARE NOT EX. CHURCH MAIN: 21,227 Sq. Ft. SHOWN AND SHOULD BE LOCATED. THEREFORE, IT SHALL BE THE RESPONSIBILITY & SCHOOL: BSMT: 8,200 Sq. Ft. OF THE CONTRACTOR TO VERIFY THE LOCATION OF ALL EXISTING UTILITIES MEZZ• 3 280 So. Ft. PRIOR TO CONSTRUCTION ANY DISCREPANCIES BETWEEN THESE PLANS AND THE b. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL EXCAVATION AND GRADING: PERMITS NECESSARY FOR CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK. AN 1. ALL TOPSOIL SHALL BE EXCAVATED TO ITS FULL DEPTH AND STOCKPILED ON - APPROVED SET OF CONSTRUCTION DOCUMENTS SHALL BE PRESENT ON THE SITE AT SITE FOR FUTURE USE. ALL TIMES. 7. TOPOGRAPHIC INFORMATION WAS DERIVED BASED UPON U.S.G.S DATUM BY A 2• ALL BORROW FILL MATERIAL, IF NECESSARY, SHALL BE OBTAINED BY THE CONTRACTOR AND BE APPROVED BY A CERTIFIED GEOTECHNICAL ENGINEER. ALL FIELD SURVEY PERFORMED BY RITCHIE SURVEYS AT A TWO (21 FOOT CONTOUR FILL MATERIAL SHALL BE PLACED IN LIFTS OF 8" OR LESS AND SHALL BE INTERVAL. COMPACTED TO 95% OF ASTM D-698 MAXIMUM DRY DENSITY, OR AS DIRECTED BY 8. NO SOILS REPORT WAS FURNISHED FOR THIS PROJECT. THE GEOTECHNICAL ENGINEER. 3. NO BLASTING SHALL BE PERMITTED WITHIN 25 FEET OF EXISTING UTILITIES 9. ALL RADII DESIGNATIONS INDICATE FACE OF CURB, EDGE OF PAVEMENT, OR EDGE OF STONE PAVEMENT, WHERE APPLICABLE. OR STRUCTURES WITHOUT PERMISSION OF THE OWNER. 10. THE CONTRACTOR SHALL COORDINATE THE RELOCATION OF AND THE 4. ALL SLOPES AND LAWN AREAS SHALL RECEIVE A MINIMUM OF 4" TOPSOIL, GRADED AND RAKED, PRIOR TO APPLICATION OF PERMANENT VEGETATIVE COVER. CONNECTION TO EXISTING UTILITIES WITH THE APPROPRIATE UTILITY COMPANY, IF APPLICABLE. WATER MAIN: 1. THE EXISTING WATER METER AND VALVE VAULT SHALL REMAIN IN SERVICE AT CONSTRUCTION NOTES: ALL TIMES. THE VALVE VAULT AND ALL WATER APPURTENANCES SHALL BE PROTECTED DURING THE CONSTRUCTION PROCESS. EROSION AND SEDIMENT CONTROL: 1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR STORM WATER MANAGEMENT: TO ANY LAND DISTURBING ACTIVITY. ALL WORK SHALL BE DONE IN ACCORDANCE 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARDS AND WITH THE CURRENT EDITION OF THE COMMONWEALTH OF VIRGINIA EROSION AND SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. SEDIMENT CONTROL HANDBOOK. 2. THE EXISTING ENTRANCE CULVERT SHALL BE REMOVED AND DISPOSED OF SHALL BE CONFINED TO THE DESIGNATED LIMITS OF CONSTRUCTION. PROPERLY OFF -SITE. THE PROPOSED 2. ALL WORK CULVERT SHALL BE INSTALLED AS INDICATED FOR THIS PROJECT, THE LIMITS OF CONSTRUCTION ARE DEFINED AS THE AREA ON THE PLANS. THE EXISTING 36" CMP CULVERT UNDER U. S. ROUTE 11 SHALL ADJACENT TO U. S. ROUTE 11 TO THE CATCH POINTS OF THE. SLOPES ON THE BE EXTENDED, AS NOTED. ALL CULVERTS SHALL BE ASPHALT -COATED CORRUGATED CHURCH PROPERTY. METAL PIPE. 3. NO DISTURBED AREAS SHALL BE DENUDED FOR MORE THAN THIRTY (30) DAYS. PAVING: THE CONTRACTOR SHALL STABILIZE ALL DENUDED AREAS WITHIN SEVEN (7) DAYS 1. PAVEMENT SECTION: AFTER THE END OF CONSTRUCTION. THE PROPOSED TURNING LANE AND TAPER SHALL RECEIVE A MINIMUM PAVEMENT SECTION OF 8" VA. $21-B STONE, FINISHED AND COMPACTED, A BASE COURSE 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND OF 3" BM-3 AND A SURFACE COURSE OF 1.5" SM-2A BITUMINOUS CONCRETE, MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES. ALL MEASURES FINISHED AND COMPACTED, OR MATCH THE EXISTING SECTION, WHICHEVER IS SHALL BE INSPECTED DAILY AND AFTER EACH SIGNIFICANT RAINFALL BY THE GREATER. ALL POINTS OF CONNECTION WITH EXISTING PAVEMENT SHALL BE SAW - SITE SUPERINTENDENT OR HIS REPRESENTATIVE. ANY DAMAGED STRUCTURES SHALL CUT TO PROVIDE A SMOOTH TRANSITION BETWEEN PAVEMENT SECTIONS. BE REPAIRED OR REPLACED BY THE END OF WORK THAT DAY. MISCELLANEOUS: 5. UPON COMPLETION OF CONSTRUCTION, ALL PERMANENT EROSION AND SEDIMENT 1. ALL EXISTING FIRE LANES SHALL REMAIN. CLEAR ACCESS TO THE SITE SHALL CONTROL MEASURES SHALL BE INSTALLED. AFTER STABILIZATION, THE TEMPORARY BE MAINTAINED AT ALL TIMES. EROSION CONTROL DEVICES SHALL BE REMOVED AS APPROVED BY THE LOCAL INSPECTION AUTHORITY. ALL VEGETATIVE COVER SHALL BE CHECKED REGULARLY AND ANY DAMAGED AREAS SHALL BE REPAIRED, FERTILIZED, REPLANTED AND MULCHED AS NECESSARY. 6. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING TRUCKS AND OTHER CONSTRUCTION EQUIPMENT PRIOR TO ENTERING THE PUBLIC R-O-W. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN CLEAN STREETS AND ALLAY DUST AT ALL TIMES. I f r s;E f / 3� MARY ANN CHADNELL PIN- 74-A-77 D.B. 580, Pq.. 8J5 ZONEO.• RA VICINITY MAP 1 " : 2000' ACTUAL FIELD CONDITIONS SHALL BE REPORTED IMMEDIATELY TO THE ENGINEER, USE.- FARM If RES/DENI7, TO WINCHESTER PROP. CLASSROOM 1 STORY w/BSMT.; HEIGHT = 22 Ft. THE OWNER, AND/OR THE COUNTY OF FREDERICK, VIRGINIA. ADDITION: MAIN: 1,664 Sq. Ft. BSMT: 1,664 Sq. Ft. 5. ALL PROPOSED UTILITIES SHALL BE INSTALLED UNDERGROUND. TOTAL: 36,035 Sq. Ft. 550'+ SIGHT DISTANCE _ 550'+ SIGHT DISTANCE Inv. In = 7J9.04 EX. EDP TO STEPHENS CITY (0.50 MI. OVERLAY ENTRANCE WITH 155 MPH POSTED SPEED LIMIT �Ex. EW-1 1.5" SM-2A SURFACE COURSE 2E,, VALLEY PIKE - �6, EX. HEADWALL _ TO BE REMOVED. (80 R- 0-W) l l Ex. J6" Dia. CMP S s� -_ 6.00'-3fi Dia. CMP �. In v. Out = 752.92 t: �� S. R p lJ T E S 36.00' NSION E►ID SErTtOh1_G- a. EW-1 �X- P VALLEY PIKE Ex. Stri in \ - - (yp.) END WALL. 44• �' EX.. EOP P 9 - �� (g0' R 0 W) ,' 4' SHOULDER T - = - 44.- 4 100.00' 44.33 4.13 44. 44• ]_ s•-.= s + 150.00' �100 TURNING LANE4 -4_4_ g 44.47 .N �•? .�• v. Out = 7J7.01 - - - - - - - - - - - - - - - - ,740 \ 44.64 Ex. Stri in �II Ex. 18" Dia. CMP ) 150' TAPER 7 47.1E 6.6 46 x•-----^'r -'a''"'-' t _:. r!; ` Ex. _- P 4 4ii..37 47. 1 _ s 12: ;EJG' POLE . - - - - - 738 _ 49.65_9.0� . - r, •-�, :z•. E11' ..1NAT�f?.,it/ETfR' , X.;+PO�: '•'r `' , : �- - - - - tr _ ,. 1�A 30 0 �� VDOT MONUMENT = 1 1 ,419.15 -+�- :•. w w c 162 1.99 x'.�t .. 1 +«`. rj R�'. o o + .OV _-,54 6 „z J - - - - - : ark P.4 v -- - EX POLE __- . r - R �86 ��- �_ '- 4' SHOULDER (Typ.) x= - - ,.7 T L PH OHF- EX. SIGN EOP UHF" c ,. > 73 75 EX. S GTRANCE �.7 TC =� ` Ex. EW-1 - - -- _ _ '_ '� lb Inv. ut =T 739.50 utTO PS EX n� Inv. In = 754.34 ; ;'c - - - - - - - - - GHE - + _ f , OP - _ 2'R 9 _r, �- � EX POLE _ S1,730'26"ih1 l .12 Inv. In =y41.25 REMOVE�x. 12"x16" CMPA PfloP. IO X�0 _ srrt EX POLE v r. i :, i 1 I"R is TO PS MU & REPLACE-,, with 70.00'-18" DFIAt,►wirat E ESMZ: 74 1 t" \ o TC$.. ` Dia; CMP ® 5% & 2 ea. �3¢ .........• .: c. EX. ENTRANCE ITO REMAIN f 18" Dia. ES-2 ND SECTIONS. `�i► NOTE: NOSE DOWN 0 R SAW -CUT FOR •I ` :3 >: +. VALVE VAULT, POLES, AND SIGNS 1 AT IEND (Ty - _! ____________ _ The bottom of the curb and 1 PAV ENT TIE -I . SHALL REMAIN IN PLACE AND BE EX. SIGN I y�- -� gulf, PROTECTED DURING THE CONSTRUCTION 14'x1J' JI ' \ er may be constructed provided parallel to the slope o sub- PROTECTEDPROCESS. 3 � \ � _ surface courses provided o HGHT•• 22" • ' ' • ~_ sv �" I 2' 0" minimum depth of 7" is ALL UTILITIES SHALL REMAIN IN SERVICE maintained. AT ALL TIMES. } I . This area may be concrete at the option of the contractor-- This curb shall be used when design When combination mountable curb and gutter is I \ speed is greater than 40 MPH on used, the Standard Entrance Gulien or Standard Noi Comb curb 9 gutter having o radius APPROXIMATE LOCATION - I f I -s Rural highways and 45MPH in Connection for Street Intersections ore to have off 300'or less (along face of cub) shall 1� the mountable curb configuration incorporated. bee paid for as radial combination curb d OF E EXISTING WATER developed lkbon and Suburban i9�+ gwtter MAIN. ' � p ' � areas.I \+ I d When this standard is ro be tied into existing Tthis Item may be precast or cost in place barrier curb, the trmniran is to be mode within f 10' or the charge in standards mode at regular I openings CConcrete be Class A3 if cast in place, PSI-?000 If precast. I I EX. J" MAPLE (TYP.) --Ll 0~ SHENANOOAH Yi r BAPTIST CHURCH -APPROXIMATE LOCATION P/N. 74-A-78 I r, OF THE EXISTING UNDERGROUND 30 0 30 90 D.B. 4>5, Pg. 39> ^ ELECTRIC SERVICE. ZONED.• RA USE.• CHURCH h SCHOOL EX. J" MAPLE SCicl e 1"-- 30 fit _ � � � � iTyP•� ' EROSION & SEDIMENT CONTROL KEY I TURNING LANE TYPICAL SECTION N.T.S. X W Z) EX. LANE (12'+/-) i i- 1.5" SM-2) 3" BM-: 8" 21-1 COMPAC.__ W Z J 3 1 WI go iL' N X W � i W Z J 3 I O I EX. LANE (12'+/-) 12' VARIABLE OSS SLOPE 3.1 SLOPE (Max.) --' -- CR= 1 4":1' I CG-7 1.5" SM-2A .:..:::::.:.::::.:::::......:.:.:..........;�.. _III �- - =III- I I I ;_.; •; ... _ j 3" BM-2 2 1 ITT-irIII'..'tl.71-I ��I�i��t► 8" 21-B 12" COMPACTED SUBGRADE TURNING LANE TYPICAL SECTION AT ENTRANCE N.T.S. 3.05 SILT FENCE $F X---XX{-X 3.08 CULVERT INLET PROTECTIONC% CIP 3.18 OUTLET PROTECTION DP °o°00000�oo 0 0 0 3.30 TOPSOILING- 3.32 PERMANENT SEEDING PS -�- 3.35 MULCHING �V _ APPROVED BY THE ZONING ADMINISTRATOR COUNTY OF FREDERICK, VIRGINIA a H are Z O lin W i � W J O A to N O 0 O Z Z W J Q M Q a- IIr O Z Q Q N � � Z Z = (� _ F U ; (,7 Z Z W w J U Q U Z V) X F: v 5 _ Q V_ w � Li O 0 J X Z U Q 0 > C U - Q L W OLi o w U Z w Lv a Ln L0 C/D c0 N Ln 00 NLLJ z Q LO (0 I 0 I > 0 000 Q 00 00 Q > p NO W QU N O Z c Q �- W I N Li �y 1�1 a- L LI N I- (n .x'�EALTN 0'�t' �rnxtiv .�i TIM01W wPAIMM ft 1M 1P.�'7/4 / (f' - -4, A URVEY: C.I.: ITCHIE 2' U R VEYS RAWN: JOB NO.: GP 95- 0503 KALE: DATE: " = 30.0' 5-10-95 HEET: 1 /1